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Page 198
... strength in flexure as a square beam hav- ing the same cross - sectional ... strength . For effect of notch on shear strength , see Section 2506 ... shear . The shear 198 2505-2506 UNIFORM BUILDING CODE Identification Horizontal Member Design.
... strength in flexure as a square beam hav- ing the same cross - sectional ... strength . For effect of notch on shear strength , see Section 2506 ... shear . The shear 198 2505-2506 UNIFORM BUILDING CODE Identification Horizontal Member Design.
Page 354
... shear strength of slabs and footings in the vicinity of concentrated loads or reactions is governed by the more ... shear stress for two - way action shall be computed by Vu = Vu obod .. ( 11-25 ) u in which V , and b , are taken at the ...
... shear strength of slabs and footings in the vicinity of concentrated loads or reactions is governed by the more ... shear stress for two - way action shall be computed by Vu = Vu obod .. ( 11-25 ) u in which V , and b , are taken at the ...
Page 455
... strength , k.s.i. bearing ultimate strength within 1.0 inch of a weld , k.s.i. Bearing yield strength , k.s.i. ... shear stress for members subjected only to torsion or shear , k.s.i. = shear ultimate strength , k.s.i. = shear ultimate ...
... strength , k.s.i. bearing ultimate strength within 1.0 inch of a weld , k.s.i. Bearing yield strength , k.s.i. ... shear stress for members subjected only to torsion or shear , k.s.i. = shear ultimate strength , k.s.i. = shear ultimate ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood